CN106436895A - Steel column-shear wall combined assembled residential building system and construction method thereof - Google Patents
Steel column-shear wall combined assembled residential building system and construction method thereof Download PDFInfo
- Publication number
- CN106436895A CN106436895A CN201610947016.2A CN201610947016A CN106436895A CN 106436895 A CN106436895 A CN 106436895A CN 201610947016 A CN201610947016 A CN 201610947016A CN 106436895 A CN106436895 A CN 106436895A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- steel
- steel column
- building system
- node
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a steel column-shear wall combined assembled residential building system and a construction method thereof. The construction method is applied to the assembled residential building system. The system comprises built-in steel columns, built-in steel beam-prefabricated shear walls, light prefabricated filling walls, laminated slabs and auxiliary prefabricated parts; the steel columns and the shear walls are each provided with assembly joints and connecting plates and are solidified into a whole through bolt fastening and post-cast section joint pouring; the interlaminar shear walls are connected in the mode that steel bars exposed out of the lower end face of an upper-layer wall-beam integrated board are inserted into a grouting device arranged in the web of a steel girder arranged at the upper end of a lower-layer wall-beam integrated board, and therefore the interlaminar shear walls are connected through grouting and secondary pouring of the laminated slabs. According to the steel column-shear wall combined assembled residential building system and the construction method thereof, an overall steel frame is laid in the joints in a concealed mode, therefore, the seimsic capacity and the fireproof performance of buildings are enhanced, safe and firm connection conditions are provided for the auxiliary prefabricated parts, safe, quick and accurate assembly is achieved, the advantages of being economical, practical, green, environmentally friendly and convenient for industrialized production are achieved, and the steel column-shear wall combined assembled residential building system and the construction method thereof are necessary to popularize energetically.
Description
Technical field
The present invention relates to assembled-type house building field, specifically a kind of steel is cut with reference to assembled-type house building system
And its construction method.
Background technology
Currently, the most assembled-type house building system of application mainly has two big class, and precast concrete house assembled is built
Building body system and steel house assembled architecture system, both building systems cut both ways, precast concrete assembled-type house
Building system has that assembly technology is complicated, and site operation difficulty is big, wall body module need when installing in place substantial amounts of support and
Holder Fasteners, positioning is fixing difficult and there is larger potential safety hazard.Steel house assembled architecture system exists easily becomes rusty
The shortcomings of lose low with fire resistance rating, difficult in maintenance.
Content of the invention
The technical problem to be solved in the invention is to provide a kind of steel to cut with reference to assembled-type house building system and its construction
Method, this System Design rationally, using after pour built-in steel column and built-in shear wall integration plate in section, by after pour a section node
Pour into a mould concrete setting connection, realize assembling, positioning, installation are accurate soon；And save support and Holder Fasteners in work progress, disappear
Except because using the potential safety hazard supporting and Holder Fasteners bring.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is：
A kind of steel is cut with reference to assembled-type house building system, including built-in steel column, built-in shear wall and superimposed sheet, described steel
Post is provided with steel column node, and described shear wall is provided with shear wall node, and described steel column and shear wall pass through steel column node and cut
Power wall node fixing again through after pour section solidification and connect, described shear wall and superimposed sheet are through slip casting connection.
Further, shear wall includes upper strata shear wall and lower floor's shear wall, and described superimposed sheet is arranged on upper strata shear wall
And lower floor's shear wall between, the grouting device slip casting that described superimposed sheet is arranged by shearing within the walls with shear wall is connected.
Further, the inside of described shear wall includes girder steel, reinforcing bar and grouting device, and grouting device is located in girder steel,
Described reinforcing bar is located at the lower section of girder steel, and the left and right sides that reinforcing steel bars exposed goes out shear wall are inserted and poured after being cast in section, upper strata
The reinforcing bar that shear wall lower end is exposed inserts in the upper end grouting device of lower floor's shear wall, and the left and right end face of described shear wall is provided with
Shear wall connecting plate, pours section in after being cast in after described shear wall connecting plate is fixing with the steel column connecting plate being arranged on steel column.
Further, described steel column is section bar or welding structural element, and described steel column is provided with concrete and pours into a mould the passage that vibrates.
Further, also include lightweight prepared roofing warming plate, described lightweight prepared roofing warming plate is provided with the steel exposing
Muscle, described reinforcing bar inserts the shearing on gable top within the walls, and slip casting solidification connects.
The present invention also provides a kind of steel to cut construction method with reference to assembled-type house building system, comprises the following steps：
Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, pre-buried steel column column bolt;Install steel column correct, tighten,
Suspension column second pouring；Between steel column, shear wall is installed, shear wall is fixedly connected with steel column；Cast grade beam or collar tie beam, make
Shear wall is firm with basis to be connected；The installation in place of one story shear wall, one layer of all shear wall block-by-block is installed in place；Peace
Dress first floor face superimposed sheet, superimposed sheet is installed on the upper end of shear wall, makes that superimposed sheet is fixed on upper strata shear wall and lower floor cuts
Between power wall；Pour section after cast, complete ground floor assembling；Next press ground floor lifting step and the second story shear is installed
Wall；Second layer flooring superimposed sheet is installed and assists prefabricated components, be subsequently mounted third layer shear wall and complete standard by that analogy
The assembling construction of layer；The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate and shear wall slip casting are even
Connect.
Further, stepIn, shear wall lower end exposed steel bar is inserted in grade beam or ring beam template, with grade beam or circle
Beam steel connects, and runs through steel column node and shear wall node, shear wall connecting plate and steel column connecting plate by steel column and shearing
Wall bolt is fixed.
Further, stepIn, the reinforcing bar that upper strata shear wall lower end is exposed inserts the girder steel abdominal part of lower floor's shear wall
After the grouting device of interior setting, it is fixedly connected after steel column node and shear wall slab node with bolt, to 1-2 story shear wall layers segmentum intercalaris
Slip casting in point grouting device, the subsequently surface layer of cast first floor face superimposed sheet, make interlaminar shear wall solidify to connect.
Due to employing technique scheme, the beneficial effect that the present invention obtains is：
Steel is cut with reference to assembled-type house building system and its construction method, has concurrently concrete assembled fabricated all with steel construction
Many advantages, respectively take the chief, so that the two is merged and form new structure, and can eliminate concrete assembled and steel construction assembled each
The weak point existing.The present invention is novel in design, structure is simple, build quick, reliable in quality, steel framework after node concrete cast
Frame no exposes, plays the effect strengthening shear wall structure intensity, enhances shock resistance and the fire protecting performance of building, steel frame
Play safety, quick, accurate positioning in the assembling assembling stage, so that installation effectiveness is greatly promoted, construction safety, economy, convenience, subtract
Few environmental pollution, is one of main contents of the present invention.
It is a kind of practical, efficient building system that the present invention is easy to industrialization production, is also necessarily becoming of industry development
Gesture, brings immeasurable economic benefit and social benefit for society, has the necessity widelyd popularize, and is also the health of industry simultaneously
New approaches have been started in development.
The built-in steel column of present invention setting can be section bar or weldment, when steel column is for tubing, needs to open on tube wall
The passage if concrete cast is vibrated, described steel column plays the effect of positioning, fixing shear wall, cast in the assembling installation stage
To after pour the effect playing enhancing structure intensity in section, described steel column is provided with concrete cast vibrate passage, pour into a mould successively
After pour a section node.Described steel column is taken root fixation using bolt.Pouring section after described is exactly：The wall body node of concrete secondary cast,
Make wall body node solidify after cast concrete to connect.
The industry adopts built-in shear wall first, becomes an integral module prefabricated to girder steel and shear wall, is batch production
Produce and scene is built and provided conveniently, also improve construction quality；It is equipped with section on described built-in shear wall and built-in steel column
Described built-in shear wall is lifted in installation process after putting in place, is fixed with bolt, eliminates by point and connecting plate successively
Support and Holder Fasteners that traditional installations need, completely eliminate because hidden using the safety supporting and Holder Fasteners bring
Suffer from and assemble the numerous and diverse operation installed, be truly realized safety, the construction of quick assembled in situ.
Built-in steel column and various connection reinforcing bar etc. pour in section node after being poured into, and the structural strength enhancing building makes to resist
Shake ability is lifted further, and built-in steel column, various reinforcing bar or section bar etc. are wrapped in inside concrete, and fire protecting performance obtains
Further lifting.
It is equipped with reinforcing bar on described steel column and shear wall end face mutually to overlap, described upper strata exposed steel bar insertion lower floor wall beam
After grouting device in integrated assembly system, implement slip casting.The residential building system sound construction of this structure, quality can
Lean on, the shock resistance of building is greatly enhanced.
During construction and installation, workmen all operates indoors, is used for supporting fixing shear wall without scaffold.
This residential building system builds speed soon, less manpower, province's support and Holder Fasteners material, province's mechanical one-shift, province's scaffold, and it saves
About effect is far beyond the cost due to bringing the increase of steel amount using steel frame.
Brief description
Fig. 1 is main structure diagram of the present invention；
Fig. 2 is the structural representation of the built-in steel column of the present invention；
Fig. 3 is the structural representation of the built-in shear wall of the present invention.
Wherein, 1, steel column；2nd, shear wall；3rd, superimposed sheet；4th, steel column node；5th, steel column connecting plate；6th, pour section after；7th, coagulation
Soil pours into a mould the passage that vibrates；8th, reinforcing bar；9th, shear wall node；10 shear wall connecting plates.
Specific embodiment
With reference to embodiment, the present invention is described in further details：
A kind of steel is cut with reference to assembled-type house building system, and structure is as Figure 1-3；Including built-in steel column 1, built-in shearing
Wall 2, superimposed sheet 3 and roofing top board, described superimposed sheet 3 is arranged between the built-in shear wall of the built-in shear wall in upper strata 2 and lower floor 2,
Described roofing top board is a kind of prefabricated decoration panel of lightweight.
As shown in Fig. 2 described steel column 1 can be the various section bar such as tubing or H steel, channel-section steel, band iron, angle steel, when
Steel column 1 be during tubing need perforate on tube wall, as concrete cast vibrate passage 7 with this pour into a mould after pour a section node coagulation
Soil.
As shown in figure 3, described shear wall 2 by girder steel and wallboard prefabricated to together with and make, by species divide shearing
Wall 2 can be divided into integrated interior wall and integrated exterior wall, and described integration interior wall is girder steel and lining is prefabricated integral and constitute
, described integrated exterior wall is girder steel and insulation material is prefabricated integral and make, and is all provided with described Side fascia and lining
There are girder steel, reinforcing bar 8 and grouting device.Described reinforcing bar 8 is exposed at the bottom of shear wall 2, and the reinforcing bar 8 that upper strata shear wall exposes inserts
In the grouting device of lower floor's shear wall, solidify through slip casting and connect.
Described grouting device is arranged between the top flange plate of girder steel and bottom wing listrium, including being arranged on bottom wing listrium and abdomen
Two slip casting connecting tubes of plate infall, two ends are respectively welded at the slip casting sleeve on top flange plate and bottom wing listrium, described note
Slurry connecting tube is connected with slip casting sleeve, and top bars and lower floor's reinforcing bar both pass through slip casting sleeve.Slip casting from slip casting connecting tube
To grouting under pressure in slip casting connecting tube, slip casting slurry is pressed into each slip casting sleeve to port joint, realizes connecing from a slip casting port
Head applies note slip casting slurry into multiple slip casting sleeves in communication.
Described superimposed sheet 3 is to be formed by armored concrete is prefabricated.
As shown in Figures 2 and 3, described steel column 1 is provided with steel column node 4 and steel column connecting plate 5, described shear wall 2 about
End face is provided with shear wall node 9 and shear wall connecting plate 10, and described steel column 1 and shear wall 2 pass through steel column node 4 and shear wall
Node 9, steel column connecting plate 5 and shear wall connecting plate 10 are fixedly attached together, and pour in section node after being cast in.
Steel provided by the present invention is cut with reference to assembled-type house building system, is a house multilamellar or high-rise building, institute
Stating steel column 1 is that 3 floors are high, and every 3 floor rooms share a complete steel column 1, after the completion of every 3 layers of building construction, need first by steel
Post 1 welds together, and remaining shear wall 2 is identical with first 3 layers with the construction procedure of superimposed sheet 3, when installing roofing top board,
Described roofing top board i.e. lightweight prepared roofing warming plate, need to be connected lightweight prefabricated thermal insulation laminate with shear wall 2 slip casting.
The present invention also provides a kind of steel to cut construction method with reference to assembled-type house building system, comprises the following steps：
Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, the pre-buried foundation bolt for fixing steel column 1;
Steel column 1 is installed, corrects, tighten anchor bolt nut, perfusion steel column 1 suspension column, suspension column second pouring；
Shear wall 2 is installed between the steel column 1 installed, integrated interior wall is first installed, integrated exterior wall is then installed；
One layer of shear wall 2 is installed, the reinforcing bar 8 that shear wall 2 lower end is exposed inserts in grade beam or ring beam template, with grade beam or
Ring beam reinforcing steel bar connects, and runs through steel column node 4 and shear wall node 9, steel column connecting plate 5 and shear wall connecting plate 10 by steel column
1 is tightened with high-strength bolt with shear wall 2, after reinforcing bar binding is errorless after testing, pours into a mould grade beam or collar tie beam, makes shear wall 2 and basis
Firm connection；
One layer of shear wall 2 block-by-block is installed in place in order；
The superimposed sheet 3 in first floor face is installed, superimposed sheet 3 is installed on the upper end of shear wall 2, makes superimposed sheet 3 be fixed on upper strata
Between shear wall and lower floor's shear wall；
Pour section 6 after cast, complete ground floor assembling；
Next press ground floor and lift the shear wall 2 that step installs the second layer, the reinforcing bar 8 that upper strata shear wall lower end is exposed is inserted
After entering the grouting device of setting in the girder steel abdominal part of lower floor's shear wall, it is fixedly connected steel column node 4 and shear wall slab section with bolt
After point 9, into 1-2 story shear wall layers intermediate node grouting device slip casting, subsequently superimposed sheet 3 surface layer in cast first floor face, make layer
Between shear wall 2 solidification connect；
Start second layer flooring superimposed sheet is installed and assist prefabricated components, to be subsequently mounted third layer shear wall 2 complete by that analogy
Become the assembling construction of index bed；
The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate are connected with shear wall slip casting.
In the embodiment of the present invention, component installation fixation is divided into two steps：The first step：Built-in steel column 1, lifting shearing are installed
Wall 2 makes the reinforcing bar 8 that lower end is exposed be threaded together the two with bolt after inserting the abdominal part grouting device of the built-in shear wall of lower floor；Peace
Folding plywood 3 and prefabricated bulk light-weight filled wall and auxiliary part etc. complete to assemble；Second step：The slip casting into filling system, after
Pour formwork supporting plate at section 6, after cast, pour section 6, superimposed sheet beats ash 3 two times, make after concrete setting monolithic architecture be frozen into one whole
Body.
The present invention is fixedly connected and between steel column connecting plate 5 and shear wall connecting plate 10 using between steel column node 4 and shear wall node 9
Afterwards, slip casting, after the method poured complete to construct, short construction period, this building system reliable in quality, shock resistance is strong, is the industry
The inexorable trend of development.
Finally it should be noted that：Above example only in order to technical scheme to be described, is not intended to limit；Although
With reference to the foregoing embodiments the present invention is described in detail, it will be understood by those within the art that：It still may be used
To modify to the technical scheme described in previous embodiment, or equivalent is carried out to wherein some technical characteristics；And
These modifications or replacement, do not make the essence of appropriate technical solution depart from spirit and the model of embodiment of the present invention technical scheme
Enclose.
Claims (8)
1. a kind of steel cut with reference to assembled-type house building system it is characterised in that：Including built-in steel column（1）, built-in shearing
Wall（2）And superimposed sheet（3）, described steel column（1）It is provided with steel column node（4）, described shear wall（2）It is provided with shear wall node
（9）, described steel column（1）And shear wall（2）By steel column node（4）And shear wall node（9）Fixing again through after pour section（6）Solidification
Connect, described shear wall（2）And superimposed sheet（3）Connect through slip casting.
2. a kind of steel according to claim 1 cut with reference to assembled-type house building system it is characterised in that：Shear wall（2）
Including upper strata shear wall and lower floor's shear wall, described superimposed sheet（3）It is arranged between upper strata shear wall and lower floor's shear wall, described
Superimposed sheet（3）With shear wall（2）By shear wall（2）The grouting device slip casting of interior setting connects.
3. a kind of steel according to claim 2 cut with reference to assembled-type house building system it is characterised in that：Described shear wall
（2）Inside include girder steel, reinforcing bar（8）And grouting device, grouting device is located in girder steel, described reinforcing bar（8）It is located at girder steel
Lower section, reinforcing bar（8）Expose outside shear wall（2）Left and right sides insert and pour section after being cast in（6）Interior, upper strata shear wall lower end
The reinforcing bar exposing（8）In the upper end grouting device of insertion lower floor shear wall, described shear wall（2）Left and right end face be provided with shearing
Wall connecting plate（10）, described shear wall connecting plate（10）Be arranged on steel column（1）On steel column connecting plate（5）It is cast in after fixation
After pour section（6）Interior.
4. a kind of steel according to claim 3 cut with reference to assembled-type house building system it is characterised in that：Described steel column
（1）For section bar or welding structural element, described steel column（1）Pour section concrete after being provided with and pour into a mould the passage that vibrates（7）.
5. a kind of steel according to claim 1 cut with reference to assembled-type house building system it is characterised in that：Also include lightweight
Prepared roofing warming plate, described lightweight prepared roofing warming plate is provided with the reinforcing bar exposing（8）, described reinforcing bar（8）Insertion gable top
The shear wall at end（2）Interior, slip casting solidification connects.
6. a kind of construction method cut as the steel according to any one of claim 1-5 with reference to assembled-type house building system,
It is characterized in that comprising the following steps：
Lay foundation, assembling reinforcement at grade beam or collar tie beam, installation form, pre-buried steel column（1）Column bolt;
Steel column is installed（1）Correct, tighten, suspension column second pouring；
In steel column（1）Between install shear wall（2）, by shear wall（2）With steel column（1）It is fixedly connected；
Cast grade beam or collar tie beam, make shear wall（2）Consolidate with basis and be connected；
The installation in place of one story shear wall, by one layer of all shear wall（2）Block-by-block is installed in place；
First floor face superimposed sheet is installed（3）, by superimposed sheet（3）It is installed on shear wall（2）Upper end, by superimposed sheet（3）Fixing
Between upper strata shear wall and lower floor's shear wall；
Section is poured after cast（6）, complete ground floor assembling；
Next press ground floor lifting step and second layer shear wall is installed；
Second layer flooring superimposed sheet is installed and assists prefabricated components, be subsequently mounted third layer shear wall and complete standard by that analogy
The assembling construction of layer；
The attic assembling same index bed of operational procedure, lightweight prepared roofing warming plate are connected with shear wall slip casting.
7. steel according to claim 6 cut construction method with reference to assembled-type house building system it is characterised in that：StepIn, by shear wall（2）The reinforcing bar that lower end is exposed（8）In insertion grade beam or ring beam template, it is connected with grade beam or ring beam reinforcing steel bar, fast
Speed passes through steel column node（4）And shear wall node（9）, shear wall connecting plate（10）With steel column connecting plate（5）By steel column（1）With cut
Power wall（2）Fixed with bolt.
8. steel according to claim 6 cut construction method with reference to assembled-type house building system it is characterised in that：StepIn, reinforcing bar that upper strata shear wall lower end is exposed（8）After the grouting device of setting in the girder steel abdominal part of insertion lower floor shear wall,
It is fixedly connected steel column node with bolt（4）With shear wall slab node（9）Afterwards, into 1-2 story shear wall layers intermediate node grouting device
Slip casting, subsequently cast first floor face superimposed sheet（3）Surface layer, make interlaminar shear wall（2）Solidification connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610947016.2A CN106436895A (en) | 2016-10-26 | 2016-10-26 | Steel column-shear wall combined assembled residential building system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610947016.2A CN106436895A (en) | 2016-10-26 | 2016-10-26 | Steel column-shear wall combined assembled residential building system and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106436895A true CN106436895A (en) | 2017-02-22 |
Family
ID=58178651
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610947016.2A Pending CN106436895A (en) | 2016-10-26 | 2016-10-26 | Steel column-shear wall combined assembled residential building system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436895A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165421A (en) * | 2017-06-12 | 2017-09-15 | 江苏建科建设监理有限公司 | A kind of construction method of concrete assembled building |
| CN110424531A (en) * | 2019-07-03 | 2019-11-08 | 辽宁煜梽新型建材有限公司 | A kind of assembled architecture construction method |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
| CN113006321A (en) * | 2021-03-12 | 2021-06-22 | 昆山市建设工程质量检测中心 | Construction method for connecting joints between combined precast concrete wall bodies |
| CN113089828A (en) * | 2021-04-14 | 2021-07-09 | 泰州德添建设有限公司 | Prefabricated house building and construction method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000291181A (en) * | 1999-04-13 | 2000-10-17 | Taisei Corp | Construction method for precast earthquake resistant wall |
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN203307961U (en) * | 2013-06-05 | 2013-11-27 | 南京工业大学 | Profiled steel embedded column precast concrete double-slab shear wall structure |
| CN203320738U (en) * | 2013-04-18 | 2013-12-04 | 沈阳建筑大学建筑设计研究院 | Assembled concrete frame-shear wall structure |
| CN204531066U (en) * | 2015-03-23 | 2015-08-05 | 河北联合大学 | Assembly concrete-filled steel tube shear wall splits assembled syndeton |
| CN104895221A (en) * | 2015-06-17 | 2015-09-09 | 长春工程学院 | Assembled profile steel confined concrete shear wall structure |
| CN204960038U (en) * | 2015-08-18 | 2016-01-13 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure |
| CN105839836A (en) * | 2016-05-30 | 2016-08-10 | 上海建工二建集团有限公司 | Precast concrete shear wall component and construction method thereof |
| CN206220241U (en) * | 2016-10-26 | 2017-06-06 | 曲周县和盛新型建筑材料有限公司 | A kind of steel is cut with reference to assembled-type house building system |
-
2016
- 2016-10-26 CN CN201610947016.2A patent/CN106436895A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000291181A (en) * | 1999-04-13 | 2000-10-17 | Taisei Corp | Construction method for precast earthquake resistant wall |
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN203320738U (en) * | 2013-04-18 | 2013-12-04 | 沈阳建筑大学建筑设计研究院 | Assembled concrete frame-shear wall structure |
| CN203307961U (en) * | 2013-06-05 | 2013-11-27 | 南京工业大学 | Profiled steel embedded column precast concrete double-slab shear wall structure |
| CN204531066U (en) * | 2015-03-23 | 2015-08-05 | 河北联合大学 | Assembly concrete-filled steel tube shear wall splits assembled syndeton |
| CN104895221A (en) * | 2015-06-17 | 2015-09-09 | 长春工程学院 | Assembled profile steel confined concrete shear wall structure |
| CN204960038U (en) * | 2015-08-18 | 2016-01-13 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure |
| CN105839836A (en) * | 2016-05-30 | 2016-08-10 | 上海建工二建集团有限公司 | Precast concrete shear wall component and construction method thereof |
| CN206220241U (en) * | 2016-10-26 | 2017-06-06 | 曲周县和盛新型建筑材料有限公司 | A kind of steel is cut with reference to assembled-type house building system |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165421A (en) * | 2017-06-12 | 2017-09-15 | 江苏建科建设监理有限公司 | A kind of construction method of concrete assembled building |
| CN110424531A (en) * | 2019-07-03 | 2019-11-08 | 辽宁煜梽新型建材有限公司 | A kind of assembled architecture construction method |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
| CN110424579B (en) * | 2019-07-30 | 2021-05-11 | 中国建筑第八工程局有限公司 | Frame deformation mode resists assembled concrete shear force wall of macroseism |
| CN113006321A (en) * | 2021-03-12 | 2021-06-22 | 昆山市建设工程质量检测中心 | Construction method for connecting joints between combined precast concrete wall bodies |
| CN113006321B (en) * | 2021-03-12 | 2021-09-28 | 昆山市建设工程质量检测中心 | Construction method for connecting joints between combined precast concrete wall bodies |
| CN113089828A (en) * | 2021-04-14 | 2021-07-09 | 泰州德添建设有限公司 | Prefabricated house building and construction method thereof |
| CN113089828B (en) * | 2021-04-14 | 2022-04-01 | 泰州德添建设有限公司 | Prefabricated house building and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106436895A (en) | Steel column-shear wall combined assembled residential building system and construction method thereof | |
| CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN105781125B (en) | A kind of installation method of assembled architecture | |
| CN110439137A (en) | Prefabricated panel, wall and prefabricated panel production method, precast wall body construction method | |
| CN106968381B (en) | Assembled prefabricated shear wall and superimposed sheet node connected by combined grouting sleeve | |
| CN108755963A (en) | A kind of partial precast assembled steel reinforced concrete giant frame structure and construction method | |
| CN109811878A (en) | The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method | |
| CN108661221A (en) | A kind of precast floor slab and its connection structure and its construction method | |
| CN203475598U (en) | Shock-proof prefabricated building of steel bar truss shearing wall composite structure | |
| CN107299683A (en) | Compound concrete-filled tubular column assembled docks node and connection method | |
| CN207538322U (en) | A kind of prefabricated PC concrete frame frame system | |
| CN108005304A (en) | A kind of prefabricated PC concrete frame frame system and its construction method | |
| CN108301545A (en) | A kind of big module overlapping contignation of the assembled with space truss temporary support | |
| CN206220241U (en) | A kind of steel is cut with reference to assembled-type house building system | |
| CN206052964U (en) | Prefabricated composite steel reinforcement cage component and structure | |
| CN108385884A (en) | A kind of bolted and welded connection steel reinforced concrete special-shape column-stealth beam floor assembly system | |
| CN207794299U (en) | A kind of complete assembled steel reinforced concrete frame structure system | |
| CN106193340B (en) | The construction method of cast-in-place prestressing without bondn ultralong floor combined type reinforcing strip anti-cracking structure | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN111218983A (en) | Lattice formula structure concrete frame house | |
| CN208763208U (en) | Additional closure connection reinforcing bar without support assembled integral beam-column node structure | |
| CN207032466U (en) | A kind of superposed type prefabricated reinforced concrete structure system | |
| CN207363019U (en) | Concrete-filled steel tubular frame structure non-dismantling formwork fills wall and steel pipe anchor connector | |
| CN208472958U (en) | A kind of partial precast assembled steel reinforced concrete giant frame structure | |
| CN208023735U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam T shape connecting nodes |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |